Relative sensitivity of ESP profile to spatial and temporal variability in cation exchange capacity and pore water velocity under simulated field conditions

2006 ◽  
Vol 83 (1-2) ◽  
pp. 58-68 ◽  
Author(s):  
M.J. Kaledhonkar ◽  
A.K. Keshari ◽  
S.E.A.T.M. Van Der Zee
1977 ◽  
Vol 17 (05) ◽  
pp. 377-386 ◽  
Author(s):  
J.E. Smith

Abstract When a clay or shale with fixed cation exchange capacity is saturated with salt water and the solid matrix is slowly squeezed, so that equilibrium is maintained between the remaining pore water and successive increments of squeezed-out water, these successive increments will contain salt of decreasing normality L N = --- [1 - (n/2L)2], 2 provided the water is conducted away from and out provided the water is conducted away from and out of diffusional contact with the clay as it is produced. Here, n is the cation exchange capacity per unit pore volume and L is a constant determined so that pore volume and L is a constant determined so that this equation correctly relates the initial concentration of solution in equilibrium with the clay, No, and the initial exchange capacity per unit pore volume, no. The pore water remaining in the clay or shale at any point in the squeezing process will contain positive and negative ions of normality: 1 N = -- [L n + n2/4L). 2 In the pores, the positive-ion concentration increases steadily while the negative-ion concentration and N decrease to zero for n 2L. The squeezed-out pore water, if collected and mixed, will contain pore water, if collected and mixed, will contain salt of decreasing normality: 1 N = ---- [L - non/4L]. 2 In deriving these equations, it is assumed that the ratio of activity coefficients of salt inside and outside the porous material is unity, and that there is no association between cations and either anions or exchange sites. Association of cations and exchange sites is treated briefly. Approximations used are thatan increment of salt water passing out of the porous medium does not change volume andthe matrix material does not compress during compaction. The process must be carried out so slowly that the changing porosity and salinity remain uniform throughout the porous material. The given thermodynamic results correspond to a common experiment in which a water-saturated clay cake is compressed and the squeezed-out water is conduced away through a short capillary of minimal volume and dropped into a receiver. The results also approximately describe some geologic situations in which compaction water from shales drains into comparatively thin sands that conduct the water away. Introduction A number of authors have reported progressive changes in the salinity of water squeezed out of clay cakes. The trend of the data is for the salinity of the squeezed-out water to decrease generally as the porosity is reduced. Chilingar et al. reported that the salinity decreases if the compaction is very slow, but can be made to increase if the compaction pressure increases abruptly. Experimental objectives have been to understand salinity changes in shales and sands in geologic settings. Knowledge of expected salinity changes can be applied to quantitative interpretation of electric logs, to interpretation of the direction of hydrodynamic flow over geologic time in compacting sand-shale sequences and to determining whether the more rapid water influx into producing petroleum reservoirs may have come from surrounding shales. Fowler has interpreted detailed data from the Chocolate Bayou field, Brazoria County, Tex., in terms of the last two phenomena. Patchett has shown that logged shale conductivities in wells from a number of sedimentary basins, when converted to a common temperature basis, fall within a narrow range for any given porosity. This is in accord with a finding here that ion concentrations in compacting shales should evolve to values depending on cation exchange capacity but not on the initial salt concentration in the depositional environment. SPEJ P. 377


Soil Research ◽  
2007 ◽  
Vol 45 (5) ◽  
pp. 368 ◽  
Author(s):  
A. R. Sepaskhah ◽  
F. Yousefi

Nitrogen (N) loss from irrigated cropland, especially in rice paddies, results in low N-use efficiency and groundwater contamination. Soil conditions that increase ammonium and nitrate ion retention alleviate these problems. Clinoptilolite, a naturally occurring zeolite with high-exchange capacity, may be used to absorb ammonium and retard excess leaching of nitrate. The objectives of this research were to determine the effects of different rates of Ca–K-zeolite application (0, 2, 4, and 8 g/kg soil) on pore water velocity and leaching of ammonium and nitrate applied as ammonium nitrate fertiliser to a loam soil at a rate of 350 kg N/ha under saturated conditions similar to that of a rice paddy. The results indicate that Ca–K-zeolite applications of 4 and 8 g/kg soil increase the pore water velocity by 35% and 74%, respectively. The maximum relative concentration (c/co) for the nitrate breakthrough curve occurring at pore volume of about 0.5 was reduced by 15% with a zeolite application rate of 8 g/kg soil. When applying 40 cm of leaching water, leached nitrate was 75% and 63% of total applied nitrate at the soil surface with zeolite applications of 4 and 8 g/kg soil, respectively. Due to the high ion exchange capacity of zeolite, the application of zeolite at 2 g/kg soil is enough to increase the exchange sites in the soil in order to absorb the applied ammonium and prevent its leaching by the inflow water. The maximum ammonium concentration in the breakthrough curve for the zeolite application rate of 2 g/kg soil was reduced by 43% compared with the control treatment. The relationship between the hydrodynamic dispersion coefficient (D) for nitrate and pore water velocity (v) was not linear and it was correlated with squared pore water velocity. The coefficient of the relationship between D and v2 was dependent on the zeolite application rate and linearly increased with this rate.


2018 ◽  
Vol 4 (1) ◽  
Author(s):  
Mardi Wibowo

Since year 1977 until 2005, PT. ANTAM has been exploited nickel ore resources at Gebe Island – Center ofHalmahera District – North Maluku Province. Mining activity, beside give economically advantages also causedegradation of environment quality espicially land quality. Therefore, it need evaluation activity for change ofland quality at Gebe Island after mining activity.From chemical rehabilitation aspect, post mining land and rehabilitation land indacate very lack and lackfertility (base saturated 45,87 – 99,6%; cation exchange capacity 9,43 – 12,43%; Organic Carbon 1,12 –2,31%). From availability of nutrirnt element aspect, post mining land and rehabilitation land indicate verylack and lack fertility (nitrogen 0,1 – 1,19%). Base on that data, it can be concluded that land reclamationactivity not yet achieve standart condition of chemical land.Key words : land quality, post mining lan


Author(s):  
Geraldo R. Zuba Junio ◽  
Regynaldo A. Sampaio ◽  
Altina L. Nascimento ◽  
Luiz A. Fernandes ◽  
Natália N. de Lima ◽  
...  

ABSTRACTThis study aimed to evaluate the chemical attributes of an Inceptisol cultivated with castor bean (Ricinus communis L.), variety ‘BRS Energia’, fertilized with sewage sludge compost and calcium (Ca) and magnesium (Mg) silicate. The experiment was conducted at the ICA/UFMG, in a randomized block design, using a 2 x 4 factorial scheme with three replicates, and the treatments consisted of two doses of Ca-Mg silicate (0 and 1 t ha-1) and four doses of sewage sludge compost (0, 23.81, 47.62 and 71.43 t ha-1, on dry basis). Soil organic matter (OM), pH, sum of bases (SB), effective cation exchange capacity (CEC(t)), total cation exchange capacity (CEC(T)), base saturation (V%) and potential acidity (H + Al) were evaluated. There were no significant interactions between doses of sewage sludge compost and doses of Ca-Mg silicate on soil attributes, and no effect of silicate fertilization on these attributes. However, fertilization with sewage sludge compost promoted reduction in pH and increase in H + Al, OM and CEC. The dose of 71.43 t ha-1 of sewage sludge compost promoted the best soil chemical conditions.


Materials ◽  
2021 ◽  
Vol 14 (10) ◽  
pp. 2617
Author(s):  
Alicja Szatanik-Kloc ◽  
Justyna Szerement ◽  
Agnieszka Adamczuk ◽  
Grzegorz Józefaciuk

Thousands of tons of zeolitic materials are used yearly as soil conditioners and components of slow-release fertilizers. A positive influence of application of zeolites on plant growth has been frequently observed. Because zeolites have extremely large cation exchange capacity, surface area, porosity and water holding capacity, a paradigm has aroused that increasing plant growth is caused by a long-lasting improvement of soil physicochemical properties by zeolites. In the first year of our field experiment performed on a poor soil with zeolite rates from 1 to 8 t/ha and N fertilization, an increase in spring wheat yield was observed. Any effect on soil cation exchange capacity (CEC), surface area (S), pH-dependent surface charge (Qv), mesoporosity, water holding capacity and plant available water (PAW) was noted. This positive effect of zeolite on plants could be due to extra nutrients supplied by the mineral (primarily potassium—1 ton of the studied zeolite contained around 15 kg of exchangeable potassium). In the second year of the experiment (NPK treatment on previously zeolitized soil), the zeolite presence did not impact plant yield. No long-term effect of the zeolite on plants was observed in the third year after soil zeolitization, when, as in the first year, only N fertilization was applied. That there were no significant changes in the above-mentioned physicochemical properties of the field soil after the addition of zeolite was most likely due to high dilution of the mineral in the soil (8 t/ha zeolite is only ~0.35% of the soil mass in the root zone). To determine how much zeolite is needed to improve soil physicochemical properties, much higher zeolite rates than those applied in the field were studied in the laboratory. The latter studies showed that CEC and S increased proportionally to the zeolite percentage in the soil. The Qv of the zeolite was lower than that of the soil, so a decrease in soil variable charge was observed due to zeolite addition. Surprisingly, a slight increase in PAW, even at the largest zeolite dose (from 9.5% for the control soil to 13% for a mixture of 40 g zeolite and 100 g soil), was observed. It resulted from small alterations of the soil macrostructure: although the input of small zeolite pores was seen in pore size distributions, the larger pores responsible for the storage of PAW were almost not affected by the zeolite addition.


Soil Research ◽  
1981 ◽  
Vol 19 (1) ◽  
pp. 93 ◽  
Author(s):  
GP Gillman

The cation exchange capacity of six surface soils from north Queensland and Hawaii has been measured over a range of pH values (4-6) and ionic strength values (0.003-0.05). The results show that for variable charge soils, modest changes in electrolyte ionic strength are as important in their effect on caton exchange capacity as are changes in pH values.


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